Investigation of Deformation Pattern and Movement Law of the Huge-Thick Conglomerate Stratum by a Large-Scale 3D Model Test with Distributed Optical Fiber Sensor Monitoring
Mining activities under the circumstances of huge-thick stratum occurrence commonly result in dynamic response of the working face. It is crucial to understand the rock failure and movement of the huge-thick stratum in order to prevent dynamic hazards. This paper introduces distributed optical fiber...
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MDPI AG
2021-09-01
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author | Qiang Yuan Jing Chai Yuzhu Zhang Yongliang Liu Yiwei Ren |
author_facet | Qiang Yuan Jing Chai Yuzhu Zhang Yongliang Liu Yiwei Ren |
author_sort | Qiang Yuan |
collection | DOAJ |
description | Mining activities under the circumstances of huge-thick stratum occurrence commonly result in dynamic response of the working face. It is crucial to understand the rock failure and movement of the huge-thick stratum in order to prevent dynamic hazards. This paper introduces distributed optical fiber sensor (DOFS) monitoring into a large-scale model test to investigate the deformation pattern and movement law of the huge-thick conglomerate (HTC); the monitoring results are verified by numerical simulation. The results indicate that DOFS monitoring captures the spatiotemporal evolution of zoning development in the overburden deformation. The deformation field of HTC is illustrated, and there exists a strain basin that can be used to estimate the movement law of HTC. The average strain variability <i>Ex</i>, a new homogenization index for characterizing the overburden deformation, is proposed to describe the broken rules of the HTC. The numerical simulation proves the feasibility of the DOFS monitoring method and the correctness of the deformation pattern and movement law. This study provides efficient methods for DOFS monitoring utilization to investigate mining engineering problems and could be beneficial for unearthing the mechanisms of deep ground rock deformation. |
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language | English |
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publishDate | 2021-09-01 |
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spelling | doaj.art-df26a8e1dce54931890a217336c960362023-11-22T11:15:30ZengMDPI AGSensors1424-82202021-09-012117598510.3390/s21175985Investigation of Deformation Pattern and Movement Law of the Huge-Thick Conglomerate Stratum by a Large-Scale 3D Model Test with Distributed Optical Fiber Sensor MonitoringQiang Yuan0Jing Chai1Yuzhu Zhang2Yongliang Liu3Yiwei Ren4State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing 400044, ChinaCollege of Energy Engineering, Xi’an University of Science and Technology, Xi’an 710054, ChinaChina Coal Technology and Engineering Group, Chongqing Research Institute, Chongqing 400037, ChinaCollege of Energy Engineering, Xi’an University of Science and Technology, Xi’an 710054, ChinaState Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing 400044, ChinaMining activities under the circumstances of huge-thick stratum occurrence commonly result in dynamic response of the working face. It is crucial to understand the rock failure and movement of the huge-thick stratum in order to prevent dynamic hazards. This paper introduces distributed optical fiber sensor (DOFS) monitoring into a large-scale model test to investigate the deformation pattern and movement law of the huge-thick conglomerate (HTC); the monitoring results are verified by numerical simulation. The results indicate that DOFS monitoring captures the spatiotemporal evolution of zoning development in the overburden deformation. The deformation field of HTC is illustrated, and there exists a strain basin that can be used to estimate the movement law of HTC. The average strain variability <i>Ex</i>, a new homogenization index for characterizing the overburden deformation, is proposed to describe the broken rules of the HTC. The numerical simulation proves the feasibility of the DOFS monitoring method and the correctness of the deformation pattern and movement law. This study provides efficient methods for DOFS monitoring utilization to investigate mining engineering problems and could be beneficial for unearthing the mechanisms of deep ground rock deformation.https://www.mdpi.com/1424-8220/21/17/5985HTCstratum deformationbroken rulesDOFS monitoringmodel testnumerical simulation |
spellingShingle | Qiang Yuan Jing Chai Yuzhu Zhang Yongliang Liu Yiwei Ren Investigation of Deformation Pattern and Movement Law of the Huge-Thick Conglomerate Stratum by a Large-Scale 3D Model Test with Distributed Optical Fiber Sensor Monitoring Sensors HTC stratum deformation broken rules DOFS monitoring model test numerical simulation |
title | Investigation of Deformation Pattern and Movement Law of the Huge-Thick Conglomerate Stratum by a Large-Scale 3D Model Test with Distributed Optical Fiber Sensor Monitoring |
title_full | Investigation of Deformation Pattern and Movement Law of the Huge-Thick Conglomerate Stratum by a Large-Scale 3D Model Test with Distributed Optical Fiber Sensor Monitoring |
title_fullStr | Investigation of Deformation Pattern and Movement Law of the Huge-Thick Conglomerate Stratum by a Large-Scale 3D Model Test with Distributed Optical Fiber Sensor Monitoring |
title_full_unstemmed | Investigation of Deformation Pattern and Movement Law of the Huge-Thick Conglomerate Stratum by a Large-Scale 3D Model Test with Distributed Optical Fiber Sensor Monitoring |
title_short | Investigation of Deformation Pattern and Movement Law of the Huge-Thick Conglomerate Stratum by a Large-Scale 3D Model Test with Distributed Optical Fiber Sensor Monitoring |
title_sort | investigation of deformation pattern and movement law of the huge thick conglomerate stratum by a large scale 3d model test with distributed optical fiber sensor monitoring |
topic | HTC stratum deformation broken rules DOFS monitoring model test numerical simulation |
url | https://www.mdpi.com/1424-8220/21/17/5985 |
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